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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹51.7 LAdmitted-Fee/PreQual/Technical/Finance | ₹51.7 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹61.4 L+₹9.6 L (18.6%)Admitted-Fee/PreQual/Technical/Finance | ₹61.4 L+₹9.6 L (18.6%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | Not Admitted-Fee/PreQual/Technical/Finance CHILIALANA RANIKHET DISTRICT ALMORA | ALMORA | UTTARAKHAND | 263601 | - | - | Not Admitted-Fee/PreQual/Technical/Finance Not qualified for AOC |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Not qualified for AOC |
| 5 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Not qualified for AOC |
| Sl No | Description | Qty | Unit | JAGDISH SINGH BISHT L1 | Hill Queen Constructions Private Limited L2 |
|---|---|---|---|---|---|
| .01Note- The Contractor shall quote his/ their rates without GST. GST will be paid extra by the Department as per prevailing rate at the time of payment. | |||||
| 1.00Survey Work | |||||
| 1.01 | Construction of back pillars of RR 1:6 stone masonary and Plastered with 1:4 Mortar, of length 300mm, width 300mm and height 400mm of which 100 mm shall be below ground level as per Fig. 1600.1 (b) and Technical Specification Clause 1602.3 of MORD specifications.
Km 6.00 to 8.00 | 120 | Nos | 261 ₹31,320 Lowest | 261 ₹31,320 Lowest |
| 1.02 | Construction of Job pillers of RR 1:6 stone masonary and Plastered with 1:4 Mortar, of length 400mm, width 400mm and height 600mm of which 100 mm shall be below ground level as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4 of MORD specifications.
Km 6.00 to 8.00 | 2 | Nos | 635 ₹1,270 Lowest | 635.7 ₹1,271.4 |
| 2.00Hill Side Cutting | |||||
| 2.01 | Excavation in hill side cutting / defect cutting for construction of road in all types of soils and rocks with SOIL OR and HR as met at site true to lines from chainage 0.000 to 3.450 as per L-section plan, completion plan,X-section ,camber, super elevation as required also including uprooting & cutting of bushes dresing of road surface to the required level and slopes, including keeping the road open for inspection vehicle in all sesasons also including cost of all material, labour, T & P , explosive etc. required for proper completion of work as per MORD spections.
Km 6.00 to 8.00 | 1 | Job | 37,00,000 ₹37,00,000 Lowest | 50,00,000 ₹50,00,000 |
| 3.00DEVELOPMENT OF DUMPING YARD | |||||
| 3.01 | Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction | 45 | Cum | 409 ₹18,405 Lowest | 409.5 ₹18,427.5 |
| 3.02 | Muck Disposal Removal of unsuitable soil/ Ordinary Rock/ Hard Roack including loading and disposal upto 1000m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 | 13,223 | Cum | 52 ₹6,87,596 | 37.77 ₹4,99,432.71 Lowest |
| 3.03 | Providing and Laying of Mechanically Woven Double Twisted Hexagonalshaped Gabions (Zinc plus PVC coated), of size 3mX1mX1m with twodiaphragms at 1m interval, having mesh opening 100mmx120 mm, meshwire diameter 2.7mm/3.7mm, edge/selvedge wire diameter 3.4/4.4 mmand lacing wire diameter 2.2/3.2 mm. (The work includes filling boulders in the gabions). | 270 | Cum | 2,723 ₹7,35,210 | 2,168 ₹5,85,360 Lowest |
Tender Value
₹52.2 L
EMD Value
₹1.3 L
Closing Date
23 Apr 2025, 12:00 pmClosed
Executive Engineer
Executive Engineer, PD PWD Ranikhet-263645
Construction of Chamadkhan Kanoli Selapani Motor Road in ranikhet Constituency of District Almora Under State Sector
2025_pwd_81698_1
675/7AC Dated 11-03-2025
Open Tender
Civil Works
Item Rate
180 days
Ranikhet
As per technical bid
2 documents required · 2 mandatory
₹4,720
E.E. PD PWD Ranikhet
₹1.3 L
23 Apr 2025
20 Mar 2025
23 Apr 2025
21 Mar 2025
23 Apr 2025
28 Mar 2025
Amount
Note- The Contractor shall quote his/ their rates without GST. GST will be paid extra by the Department as per prevailing rate at the time of payment.
Survey Work
Construction of back pillars of RR 1:6 stone masonary and Plastered with 1:4 Mortar, of length 300mm, width 300mm and height 400mm of which 100 mm shall be below ground level as per Fig. 1600.1 (b) and Technical Specification Clause 1602.3 of MORD specifications. Km 6.00 to 8.00
Construction of Job pillers of RR 1:6 stone masonary and Plastered with 1:4 Mortar, of length 400mm, width 400mm and height 600mm of which 100 mm shall be below ground level as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4 of MORD specifications. Km 6.00 to 8.00
Hill Side Cutting
Excavation in hill side cutting / defect cutting for construction of road in all types of soils and rocks with SOIL OR and HR as met at site true to lines from chainage 0.000 to 3.450 as per L-section plan, completion plan,X-section ,camber, super elevation as required also including uprooting & cutting of bushes dresing of road surface to the required level and slopes, including keeping the road open for inspection vehicle in all sesasons also including cost of all material, labour, T & P , explosive etc. required for proper completion of work as per MORD spections. Km 6.00 to 8.00
DEVELOPMENT OF DUMPING YARD
Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction
Muck Disposal Removal of unsuitable soil/ Ordinary Rock/ Hard Roack including loading and disposal upto 1000m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11
Providing and Laying of Mechanically Woven Double Twisted Hexagonalshaped Gabions (Zinc plus PVC coated), of size 3mX1mX1m with twodiaphragms at 1m interval, having mesh opening 100mmx120 mm, meshwire diameter 2.7mm/3.7mm, edge/selvedge wire diameter 3.4/4.4 mmand lacing wire diameter 2.2/3.2 mm. (The work includes filling boulders in the gabions).
Hill Queen Constructions Private Limited (BID ID -374966)
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